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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 a _ _ (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR =1 = °' p ..' D I � ROOF PITCH 4:12 OR LESS. I I I—� L • ��aARUNE PRE ENGINEERED WOOD L, , ,H TRUSS @ 24" O.C. U.N.O. _ —ll HURRICANE ANCHOR @ EACH -1 �, i� 12 TRUSS (SEE UPLIFT SCHED.) W/ 81' (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE: 3/4"=1'-0" ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" \12'N.O. 2 GYP. TYPE "X" @ GARAGE EE SOFFIT GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T co ELEV. 0'-0" ==L:::z 4 <' . °�. L' A.F.F. 0 Q. a 4 . ' . 4 ..14' 4 . ELEV. -0'-31 /2" H ° ° ... 4 • .' ° 4 ° 4. 4' °.4 A.F.F. O 4 4 - 2x4 CONT. 'O' ° . ... '° LL d O 4.44 4 ° °... • ' A. ° ° GARAGE DEPTH VARIES 4. 4 ° 4 4..• '� 4. GARAGE SLAB AT STEP rBN� x S.P.F. STUDS @ 16" O.C. 2x STUD W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALLEXTERIOR WALL 8" C.M.U. SCREWS 7O.C. \&'x8"X`16" KNOCK -OUT �° BLOCK W/ 1#5 CONT. 1"x P.T. STUD CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL INSULATION PER SEE CC/S3 OR N G/S3 FOR ANCHOR CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 45/8"x6" "J" BOLTS BOLT PLAN 24" O.C. VERT. OR (IF NO UP LIFT ON @ 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR NAILER (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N 2x P.T. PLATE ARCHITECTURAL TYP FINISH •• ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z (SEE FOUNDATION PLAN FOOTING MONO SHOWN o °P ° 6' ° 00 U.N.O. FOR LOCATIONS) FOR CLARITY —�i—I LI, I�. 1 1x4 P.T. BASE NAILER M p '' ° '. ° ' 'D IIll I --I LI—III—�—III- Z NOTE:TL[-L 31/4" BASEBOARD 1- *FOR BEARING WALL � MIN, 2500 PSI CONC. SLAB nw W/ UPLIFT ONLY _ — — — - MIN PSI MAY VARY PER in =1T - �fTl I I� IIT_IW I I-1Ti= I lid 11-�—III—III-1 I I —I I f�1Tl= MUNICIPALITY. N 4 x4 INSPECTION PORT AT —III-III ITTI IT I I, ; ,� 11= CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL WlAXW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD "FIBERMESH" TO CUT BLOCK OR POUR SCALE: 3/4"=V-0" CURB DUE TO SLOPE SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. N ap Z_ M `v—� r y 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR min. 4" BARRIER GRADE COMP. SOIL. • cv 00 — — — — — (COMPACTED TO 95%ffzt MODIFIED PROCTOR I NOTE: EXTEND DECO FINISH _ — �ail — -(1) #5 REBAR w/ OPT. I i I f—I I —I I I 4" to 6" BELOW GRADE I S E NCLOSURE ASTM D1557) i�j' (2) #5 REBAR CONT. 3 MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY 41 I I STD. 90 Fi00K U.N.O.—/14" V-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 SCALE: 3/4"=V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS—j�RECESS �t Z 4' r c0 a. T SEE A/S3 OR J/S6 `I I I I I I—L I I I I I IT FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS tV ' Cl) A' 00 �11 Trl I _ 4„r-- I SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c D D GRADE 40 MIN. Fy= 40ksi r a .b � #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi � ] FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 11=1= _ _ - 6 MIL VAPOR BARRIER TI R c. ° T R 1 7/8 #5 REINFORCING BAR p—�TTT�T T 05 1 AP RPI IrF ( • �� Ii T — COMP. SOIL. (COMPACTED TO _ D ° 95% MODIFIED PROCTOR ASTM D1557)77 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING 5/8"OR 1/2" HIGH STRENGTH -- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. b' 00 a' TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 3 1/2"(min.)Jill III 1111- �' -LU-111LI—MLL ll _I �I�II�IJ��1T1 1LI�LI 11, I I (2) #5 CONT. "' �" III Jill '" 411 11-Y All U.N.O. MIN. TYPICAL BEARING WALL an STEP Ca SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eos 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/� 2"MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH 00 °D 1(31/2"(min.) - 4" =1 1=L — =1 I 111=_I I — ill I I I 1=1 J=1 L=1 I I I I I —I I FTI' (2) #5 CONT. 14;1 I II ��IIi� IIIII Il II ,811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C I-1 INSULATION PER FBC AND ENERGY 1Go NNJo S FORM SUBMITTED WITH PERMIT \� APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW PO HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR --� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x OILY-o" v a . 4 d. . a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) ;0 c N ' cv) 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI' INTERIOR :�\,- CONCRETE m E S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH co —>-�. A ' I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D J -III=III=III m a wUj ' I —I 1=1 I I I I—� D• '' -III—III III —I ° 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO SEE PLAN FOR JIIII.. & LAYOUT DESIGN TOP OF BEAM '- SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o N CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-ik COMMUNITY SPECS ----------------- (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) -71 6x6W1.4xW1.4 N WWF OR FIBERMESH CO E d ° b 1—IWI—I�I II —III —III —III o III I- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAKIL6 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a 4 '. a I I ---III III; N ll, .11=1I1=1�1I, i_IL �, a II M M l l I .4 I I a III= I SEEA/S3/J/S6 8 =1�I „ 4 1-� FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRAD 4 M .4- Uj�111—III 4 • ° Tf1-III—III=_I =1 TTI . III=1 I I —III —III w o(nLU I I ITTI f I a 11=1 11=T Z Z I - i7— ' FOOTING � -T II -III —III —III —III ,l ..1II�.,.III—' BEYOND PAD REINFORCEMENT ' -T 1T=1� ' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 \/\DA SEP 0 8 2022 VIRTUAL F,. 1:�W ASSIST Virtual Review Ass�sf i,, ir. Plans review completed cai, for compliance with the 2.020 F3C 7th Edition by Debra Anne Klahr PX2300 F �. N O N .� D�f r 00 L / yveY.l UJIa,. L LF• 0 W it 0 z W 16.1O `'? U � MN d } C')r M N V ��_- �M 0 2 � C S 0 § O �g o r UCj Z. ^N, w Q i E M W C a V, W W F �n WQ0es~W�2 ~Z � Z Cn U-0-j0 <QCxzU-0-2200I-QxOOW0xMz=�Q�ZWazYO LL ~ CO Z¢W O8z6z0W0a Uj ¢—LJ � 0(3OO a. ILL OQ 0 =O �QZ�¢ ¢ < LL i O Z W O� O CM Q(ljM� cM Z V z� W WQ J O d' N N O N ti CV O ; O ao CD CO 0 0 0 O O O O O O o O Cp C CO o A 11 N O M NCV t� c '^ L , � > o 0 Cl 0 M 0 41 0 Ui 0 C61 0 I, Cr CO vJ Z Z o wv) C) _ W��- w O a �U�a V� 7wFa Q L � t� Q =mroz oZ� LU N w >-2zxM 0-ZZ NLLI N �a.2w r a �zz z ?Qo Z U V J O O a m Z Z z J W O " LAST PLOT DATE ° Apr. 26, 22 O STRUCTURAL — _l DETAILS -MONO